Finite element modelling of composite beams with full and partial shear connection

Queiroz, F.D.; Vellasco, P.C.G. da S.; Nethercot, D.A.

doi:10.1016/j.jcsr.2006.06.003

Cited by 135 publications

(80 citation statements)

References 11 publications

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“…Recently researchers dealing with numerical modelling of reinforced concrete beam structures used a wide range of values for the shear transfer coefficients. The common value of this magnitude for open crack is in the range of 0.05-0.5 and for closed crack in the range of 0.6-0.9 [14][15][16]. However, other authors proposed e.g.…”

Section: Tab 2 Characteristics Of Concrete Models Of Test #1mentioning

confidence: 99%

Modelling aspects of interface interlock in composite floors

Seres

Dunai

2011

Per. Pol. Civil Eng.

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The subject of the ongoing research work is to analyze the composite action of the structural elements of composite floors by experimental and numerical studies with a special focus on the rolled embossments on the steel surface. The mechanical and frictional interlocks result in a complex behaviour and failure under horizontal shear. This is why the design characteristics can be determined only by standardized experiments. The aim of the current research is to determine the longitudinal shear resistance for composite floors, by applying advanced numerical model. The paper has a focus on the basic numerical models with particular considerations on the concrete model and on the numerical model of rolled embossments.Keywords composite floor · rolled embossment · concrete damage · numerical modelling · ANSYS Acknowledgement This work is connected to the scientific program of the "Development of quality-oriented and harmonized R+D+I strategy and functional model at BME" project.

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Section: Tab 2 Characteristics Of Concrete Models Of Test #1mentioning

confidence: 99%

Modelling aspects of interface interlock in composite floors

Seres

Dunai

2011

Per. Pol. Civil Eng.

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“…The concept was also applied to continuous composite beams (Seracino et al 2004(Seracino et al , 2006. Queiroz et al (2007) presented modelling technique to analyse composite beams accounting for full and partial shear connection using a finite element system.…”

Section: Introductionmentioning

confidence: 99%

Strain Behaviour in Composite Plate Girders with Imperfect Shear Connection

Yatim¹,

Shanmugam²

2016

JKUKM

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“…The performance of composite girders is governed by the effectiveness of interaction between the interconnected elements. The possible loss in shear connection stiffness is mainly due to the deformation of shear connectors which permits relative slip at steelconcrete interface (Nie, Cai 2003;Queiroz et al 2007). The behaviour of composite members depends on the type of shear connection between the two materials.…”

Section: Introductionmentioning

confidence: 99%

Behaviour of Composite Plate Girders With Partial Interaction

Yatim

Shanmugam

Badaruzzaman

2013

Journal of Civil Engineering and Management

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Abstract. This paper is concerned with the behaviour and strength of composite plate girders in which, the interaction between the steel plate girder and concrete slab is partial. Based on curvature compatibility principle, an approximate method is proposed from which, the shear capacity and deflection at any given load may be determined. The tension field action developed in web panels at the post-buckling stage is incorporated in the solutions. From the results obtained by using the proposed method, it is found that the flexural stiffness and failure load drop with decrease in degree of interaction. Comparisons are made between the results obtained through the proposed method and the corresponding ones from finite element analysis. A satisfactory correlation between the results in terms of behaviour and strength establishes the accuracy of the proposed method. Keywords: composite plate girders, partial interaction, ultimate load, flexural behaviour, finite element method.

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Finite element modelling of composite beams with full and partial shear connection

Cited by 135 publications

References 11 publications

Modelling aspects of interface interlock in composite floors

Modelling aspects of interface interlock in composite floors

Strain Behaviour in Composite Plate Girders with Imperfect Shear Connection

Behaviour of Composite Plate Girders With Partial Interaction

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